Simplified Truss DesignVan Nostrand Reinhold, 1981 - 404 pages |
Contents
Preface vii | 1 |
Truss Development in the Orient | 18 |
LongSpan Timber Trusses | 32 |
Copyright | |
16 other sections not shown
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Common terms and phrases
0.0 RESULTANT JOINT 12 GLOBAL 13 General Formulas 90 Table Allowable Stress ANGLES IN DEGREES arch AXIAL FORCE COEFFICIENTS bers 90 bottom chord bridge building cal and hori cal members compression members concrete trusses connections cross-section Dense Structural diagonal members DISPLACEMENT X DISP ELONGATION engineer example Figure FORCE Y FORCE FORCES MEMBER JOINT gusset plates hinge horizontal indeterminate JOINT FREE JOINTS K K K K₁ K2 K₁ K₂ K₁ K2 K₁ K₂ K₁ K₂ K2 Ki K2 kips LENGTH COEFFICIENTS LINE LOAD FORCE loading condition Main Members Kl/r MEMBER DISTORTIONS MEMBER MEMBER FORCES MEMBER members Between diago METERS midspan nal and verti neoprene Palladian Panels at Top prestressed Problem reinforced concrete RESULTANT JOINT JOINT space frame span statically determinate steel trusses struts tensegrity tensile tension members timber truss Top & Bottom top chord truss systems Warren truss wood wrought iron zontal and diagonal zontal mem Κι